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煤巷锚杆支护结构可靠性分析

oal lane anchor rod supports and protections built-in reliability analysis

中文摘要英文摘要

应用工程结构可靠性理论,建立煤巷锚杆支护结构可靠性模型,针对其结构稳定性的极限状态功能函数高度非线性的特征,采用蒙特卡罗法在Matlab环境下直接产生服从各相应概率分布函数的随机变量数组计算其结构可靠度,编程过程简化,计算速度快,精度高,且不受极限状态方程非线性、随机变量非正态的限制,开辟了煤巷锚杆支护结构可靠度计算的新途径。建立了支护参数与可靠度的关系,指出了提高煤巷锚杆支护结构可靠度的方法和措施,为煤巷锚杆支护参数设计和优提 帮助

he application engineering structure reliable theory, establishes the coal lane anchor rod supports and protections built-in reliability model, in view of its structural stability limiting condition function function highly misalignment characteristic, uses the Monte Carlo method to produce directly under the Matlab environment obeys each corresponding probability distribution function the random variable array to calculate its structure reliability, the programming process simplifies, the computation speed is quick, the precision is high, and the limiting condition equation misalignment, the random variable nonnormal limit, was not opened the coal lane anchor rod supports and protections structure reliability computation new way. Has established the supports and protections parameter and reliability relations, had pointed out enhances the coal lane anchor rod supports and protections structure reliability the method and the measure, and raises for the coal lane anchor rod supports and protections parameter design to help superiorly

宗庆福

矿山压力、矿山支护

煤巷锚杆支护结构可靠性蒙特卡罗法Matlab

oal lanenchor rod supports and protections structureReliabilityMonte Carlo methodMatlab

宗庆福.煤巷锚杆支护结构可靠性分析[EB/OL].(2009-07-09)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/200907-220.点此复制

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